|
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<br /> 20'-0' @~._'"
<br /> r~cx. ElRG. 'or I
<br />@ ANClE 3.,><5/16 c:.
<br /> ~ '4k6 , .110
<br /> '4k6 i S1~S2
<br /> ... \ ."
<br /> \' ., '" "--2""8
<br /> , , I""'-- WI'
<br /> ~ d >-EDGE
<br /> ., l. ./
<br /> ~ ." \J-' ~
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<br /> 0 10 1\ ;\81
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<br /> ~ 7 b re
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<br /> , ;, Ii. oPEN'
<br /> '< COLE
<br /> , 0 r:: j
<br /> ;. , /
<br /> ... ,-"J
<br />@
<br /> 2"-0. 6'-0' 6'-0. lS'-O.
<br />
<br />GD MEZZANINE FRAMING PLAN
<br />S2 SCALE: 1/8 - 1-0
<br />P\..AN NOltS:
<br />1. TOP OF FlOOR ELEVATION - 111'_9 1/2.
<br />2. t.tElZAN1N[ CEo( 15 I.OC26 DEO< + 2" CONe.
<br />(,," TOTAL) WITH 6><6 W2.bW2.t YfWF, ttHTERED
<br />IN THE 2" CONe. TOPPING.
<br />3. MASONRY UNTn.S SHAlL BEAR 8~ ON THE
<br />WAU. EACH END.
<br />
<br />I
<br />j-
<br />~
<br />
<br />OND BEAu
<br />15 "i AU.
<br />NCS "'-0.
<br />ss u.tto.
<br />
<br />FlO~ SLAB.
<br />SEE ''^''
<br />
<br />
<br />
<br />IoIETAL EOCE F"ORl.I
<br />
<br />STEEL JOIST,
<br />SEE PL<N
<br />
<br />MEZZANINE EDGE
<br />52 SCALE: J " .. 1 0
<br />
<br />ONO 8E........
<br />-15 BOTT.
<br />OF OPENING
<br />
<br />
<br />~
<br />~
<br />
<br />6 SECTION A T STAIR OPENING
<br />52 SCAlE: 34 -1-0
<br />
<br />PER
<br />...
<br />
<br />METAL EDGE fORM
<br />
<br />CONT. BONO BEAM
<br />wI (2) 15
<br />
<br />3 JOIST BEARING DETAIL
<br />52 SCAlE: 3/4 - 1-0
<br />
<br />
<br />, GUARORAIL SUPPORT DETAIL
<br />S2 SCALE: J " ... 1 0
<br />
<br />
<br />c;) TYPICAL DETAIL
<br />S2 SCALE; J/4 - 1-0
<br />
<br />~
<br />
<br />BUILDING COl)[;
<br />STRUCTURAl DESIGN CONFOR"'S TO THE REQUIREMENTS Of' THE
<br />2000 INlERNATlONAL BUILDING COOE (IBC) 'MTH STATE OF
<br />t,lINNESOTA AIoIENDWENTS.
<br />DESIGN LOADS:
<br />
<br />"""'-.l.ll-"
<br />BASIC 'MND SPEED {J SECOND GUST).... 90 WPH
<br />WIND IUPORTANCf FACTOR, I.... ..... ... 1.0
<br />EXPOSlJRE.................................................. ............. B
<br />INTERNAl PRESSURE COEFFICIENTS, GCpI ............ :to.18
<br />Illl!lUllAIl
<br />UVE LOAD (LL.).................. ................................... J5 PSF ..
<br />DEAD lOAD (DESIGN D.L)... .. .. ........................... 22 PSF
<br />
<br />NET lIPllFT FOR JOI<;;T n>S1(),1
<br />WITHIN 8' Of' BLDG. PERIUElER......
<br />IN1ERIOR.
<br />ROOF SNow LOAD:
<br />
<br />~~~:~~~?'p;':::...... ........................: ~ ~
<br />SNOW EXPOSURE FACTOR, Ceo......... ....... 1.0
<br />SNOW LOAO IUPORlANCE FACTOA, I 1.0
<br />TH[RUAl FACTOR, Cl......... . .. .......,.... .............. 1.0
<br />... PLUS SNOW ACCUtdULA TION AS REQUIRED BY laC.
<br />OiAPTER 18. SECTION 1608.
<br />
<br />........ J PSF
<br />.... 0 psr
<br />
<br />COORQINA TION:
<br />1. STRUCTUR..... UOlBERS INQ.UOING Sl...ABS, BEMIS. JOISTS.
<br />AHD WAll..S ARE DESIGNED FOR "IN PLACE LOADS". CONTRACTOR
<br />SHALL. BE RESPCJ,ISlBLE FOR BAAONG, WITHOUT OVERSTRESSING.
<br />All.. STRUCTURAl ElDIENT'.\ (AS Rf;QUIRED AT ANY STAGE OF
<br />CONSTRUCTION) UNTIL COMPLETION Of' THIS PRMCT.
<br />FOUNO... TIONS:
<br />1. Fool1NGS WERE DESIGNED FOR ... MAXh.IUM SOIL BEARING PRESSURE
<br />OF 2500 PSF. SOIL BEARING PRESSURE SHALL BE VERIFIED PRIOR
<br />TO THE CONSTRUCnoN Of' THE FOOTINGS AND REPORT ANY
<br />DISCREPANCIES TO THE ENGiNEER.
<br />CONa:tETE;
<br />1. "'LL CONCRETE SHALl 8E N(lRU"'L WEIGHT (130 PCO.) MINIMUM
<br />28 DAY COUPRESSlVE SlRENGTH, "'S SPEOFlED BELOW:
<br />Fool1NGS AND F"OUNDATION WALL5......................... JOOO PSI.
<br />SLA.8 ON GRADE....................................................... 4000 PSI.
<br />2. PRO'iIDE J" CLEAR COVER ON BOTTOW AND SIDES FOR:
<br />FOOTING RElNF"ORClNG.
<br />J. WAX. DISTANCE BETWEEN 9...AB CONTROL OR CONSTRUCTION
<br />JOINTS SHALL BE (J) TILlES THE SlAB THICKNESS (IN FEET)
<br />NOT TO EXCEED 18'-0. U.N.O.
<br />.. EXCEPT 'M-tERE OTHERWISE SHOWN, SLABS ON GRADE SHALl BE
<br />6" lHlO< Ca.la:tETE REINFORCED WITH 6116-10/10 VlnDED "WIRE
<br />MEg.,j OR FlBERUE9-I
<br />5.. CONl'RACTOR SI-lAll. sua"IT CONC1I:ETE "IX OESIQ\lS, ALL
<br />SLAB CONCRETE SHAll BE 4000 PSI. W/ WA"fER CONTENT RATION
<br />LESS THAN THAN .50 AND PLAS'TEROlER AODED AT JOB SlTE.
<br />STRUClURAL PRECAST ca..CRE"TE:
<br />1. SlRUCTUR..... PRECAST CONCRETE UEUBERS AND THEIR
<br />CONNECTIONS SHALl. BE DESlCNED IN ACCORDANCf "WITH THE
<br />RECCUMENDA nONS or THE PO HANOSOOK FOR: PRECAST
<br />PRESTRESSED CQ\lCRETE. PRES'mESSED UNITS SHAll. BE
<br />DESIGNED TO SUPPORT THE DESlc;t.I LOADS AS INDICA TED
<br />ABOVE AND ON ROOF PlAN.
<br />2. PRECAST CONC1I:ETE F".ABR1CATOR SHALl. FURNISH ALl. LOOSE
<br />CUP ANQ.E5. INSERTS AND WELD Pl..A TES IN pRECAST AS
<br />NECESSARY FOR THE PROPER INSTALlATION OF THE PRECAST
<br />W[I,IBERS.
<br />.1. ALl. HEADERS AT oPENlNCS IN PRtCAST TO BE DESlGlED AND
<br />F'URNI9iED BY PRECAST SUPPUER.
<br />.. TElAPORARY SHORING SHAll. BE PRO'JIDED BY THE PRECAST
<br />SUPPUER. CENERAl. CC>>ol'mACTM TO C:QCRDINA TE THE CONNEcnON
<br />OF" PRECAST PANElS TO THE STRUCTURAL STEEL
<br />REINF"DRClNC STEEl...:
<br />1. REINfORCING STEel SHALl. CONFQRw TO ASTM (GRADE 60).
<br />2. WELDED WIRE FABRIC SliALL BE NEW BlUET STEEL. COLD
<br />DRAWN AND CONFQRr.IlNC TO AS1'\I AI85 AND ..&.82.
<br />J. BAR SUPPORTS. DESIGN, DETAQJNe, FABRICATlClN AND
<br />PLAONG a:- RElNFORONG 8ARS AND u[SH SHALL BE IN
<br />ACCORDANCE 'MTH THE AO CODE AND OETAlUNG MANUAL
<br />.. UNLESS NOTED DTHERINlSE, AU AE1NF"DRClNC: lAP SPUCES
<br />SHALL BE "" BAR QIAlllE'TERS OR 12", 'MiICHEVER IS GREATER.
<br />STEEL JOISTS:
<br />
<br />I. AU. JOISTS SHALl. COLlPL Y 'IIIITH lltE STEEL JOIST INSTITUTE
<br />REC()t,luENOED "CODE Of' STANDAAD PRACnCE FOR STEEL
<br />JOISTS FOR FABRlCATlQol AND ERECTlON."
<br />2. STEEL JOIST SUPPUER SH.....L F'URNl9-I ALL BRACING, WALl.
<br />ANCHORS. HEADERS AM) BOTTOIol OIORD EXTENSIONS, ETC. AS
<br />NECESSARY TO pRO'JIDE A CCt.lPl..E.TE INSTAl.l.ATION.
<br />J. F"OR DRAINACE S1[[L HI.\'[ BEEN SIZED FOR PONDlNG
<br />COtolSlDERAnON PER IBC SEe. 1811.
<br />.. THE JOIST SUPPlIER SHAll COOROlNATE BRIDGING LOCATIONS 'MTH
<br />THE SPRINKLER CONlRACTOR, SUCH THAT THE BRI[)CING IS LOCATED
<br />A llllHlUUU (:f 1'-0" aLAR HORIZ. mow THE CENTER UNES Of' THE
<br />SPRINKLER liEADS OR 2' -D~ ClEAR VERTICAU. T BELOW THE
<br />SPRINKLER OEF1.EC1OR.
<br />.5. PLAa.lIE.NT OF IIEo-fANICAL UNITS . HANGERS SVPPORTED BY
<br />ROOf" JOISTS IS SUBJECT TO THE PRIOR APPROVAL Of' THE
<br />STRUC1'URAl. ENGINEER.
<br />STEEL DECK:
<br />1. STEEL ROOF" DECK SHAlL BE 1 1/2- :I 22 GA. ~TYPE B-"WIDE
<br />RIB DECK" MANUFACTURED AND ERECTED IN ACCORDANCE
<br />WITH THE STEEL DECK INsnTUTE.
<br />2. "'INILlU" RECUlROlENT FOR ROOF DECK FASTENING 9-IAll BE
<br />5/8 IND-I PUDDLE WELDS USING 38/. WElD PATTERN AND "
<br />10 me: SCREW SIOELAP FASTENER PER DECK SPAN OR
<br />PRE-APPROVED EOlJAL (U.N.a.)
<br />J. STEEL flOOR DECK SHALl. BE 1~:l26 GA. CONFORM DECK
<br />MANUFACTURED AND fNSrAU.EO IN ACCQROANC[' IIITH
<br />SOl SPECIFICATIONS, LATEST EDlnON AND "'ANUFACTURER'S
<br />REQUIRDlENTS.
<br />
<br />MASONRY:
<br />1. CONCRETE uASQNRy UNITS SHALl. CONFORM 1'0 THE
<br />REQUIREWENTS Of' ASn.I ego.
<br />2. UINIUUM COlAPRESSlVE STRENGTH OF MSY. UNITS f""m 1500 PSI.
<br />J.. CROUT FOR Hou.OW MASONRY UNITS SHALL HAIlE A 28 DAY
<br />COJ,IPRESSI'vl:: STRENGTH OF JOOO PSI. AND SI-lALL BE NORMAL
<br />WEIGHT PEA GRA'v'EL CONCRETE.
<br />.. ALL MASONRY WALLS SHALL HAVE HORIZONTAL RElNFORONG
<br />FABRICATED WITH 9 GAUGE SIDE RODS. THIS REINFORCING
<br />SHALL BE LOCATED AT EVERY OTHER COURSE.
<br />5. ALL lJERTICAl RElNFORONG SHALL BE CONTINUOUS "WITH -4S
<br />BAR DIAMETER lAPS AT SPUCES UNLESS NOTED.
<br />STRUCTURAL STEEl:
<br />I. DESlCN, DETAlUNG, F"ABRICA-TION AND ERECTlON Of
<br />STRUCTURAL STEEL SHALL BE IN ACCORDANCE "WITH THE A1SC
<br />"MANUAL OF" STEEL CONSTRUCTION"
<br />2.. All.. STRUCTURAl STEEL SHAll. CONFORt.t TO ASTU AJ6 OR A572
<br />(AS NOTED). STEEL PIPE SHALL CONFORM TO ASTM ...501 OR AST1.l
<br />A5.l STEEL TUBES SHALL CONF"OR" TO ASTW A500 - GRADE B.
<br />J. ALL WELDING SHALL BE DONE BY CERTlFlED WELDERS USING
<br />E70n ELECTRODES AND SHALL CONFORM TO AWS STANDARD5.
<br />4. All.. BOLTS SHAlL BE J/.. OIM1ETER. ASTU A,325.
<br />
<br />SPEOAL INSPECTIONS AND TESTING SOiEDULES:
<br />
<br />
<br />Au' neel Firm
<br />
<br />CONCRf7[ FOU/llOAnQN
<br />CRAClNG &- F1WNG
<br />
<br />TA
<br />TA
<br />
<br />I S[T 00 CY
<br />CAU CONT
<br />
<br />NOTE; A COPY OF EAOi INsPECTION REPORT SHAll.. BE SENT TO THE ARC>UTECT a:
<br />ENGINEER Of:" RECORD FOR THEIR RECORD OR REVIEW.
<br />ACKNO'Nl...EOCUENTS
<br />c..ner:_ _ FIrm: Oote:_
<br />Controclc:r:____ tl1m; nole:_
<br />Arehilec:l..:___ Firm:JAt.lP'ERT ARCHITECTS Oatr._
<br />SER, F"irm:~C1NEERIN~ole:_
<br />" 51;______ F"lrm: _------Dotr.__
<br />"S1:____tlfm; -Date:_
<br />TA: tlfTTl:__ 001..,_
<br />TA______F1rm: 001..:_
<br />F: __Arm: not.:__
<br />F: Flrm: 001':_
<br />
<br />ENGINEER CERTlFlCA TlON:
<br />IIOE8T CDlnFY THAT DIIS P\.AN,
<br />SPEOF1CAn~CJl:llEl'ClRrWolS
<br />PREPAIlEOErrIolECflUNOERIIYDlRECT
<br />SUPElNISI~oUIOTHATI""'ADlA.T
<br />UCENsm~Al...ENG1HE[R
<br />~~~WS(s1l-lESTA1E
<br />
<br />iKN"IIJRt
<br />l€1IRTESl'EPHAN
<br />
<br />:~I/04
<br />
<br />FE xmmAN~G
<br />
<br />1262 No<th Court
<br />N-. Bri<;JhlOft, WN 55112
<br />PlIo_ 651-1J6-ClBB7
<br />ra>c~I-6.J6-6867
<br />
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<br />toloplw~ u.a-ng, ".~
<br />
<br />Project D"I9"'er.B.., R.
<br />0..-" By. ECO
<br />o.lICked By. HE
<br />RevislOf'lI
<br />
<br />~
<br />*
<br />
<br />MEZZANINE FRAMING
<br />PLAN AND
<br />STRUCTURAL NOTES
<br />
<br />Sheet Number
<br />
<br />52
<br />
<br />Project No. 040305- 2
<br />
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